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HomeMy WebLinkAbout2246TS-8SCALE: 1" = 20' CONDUCTOR SCHEDULE AWG CIRCUIT CONDUIT RUN A SIGNAL MOUNTING S.N.S. PLACEMENT N.O. I TYPE JHT, SIG. Ag #14 01 POLE PED. LEG D 3 3 TYPE b 3 3 02 3 3 3 3 03 O1 3 3 3 3 250W 1 3 3 04 SV -1 -T SP -1 -CS Marygold O PPB' POST 3 3 05 3 3 3 3 3 3 3 6 6 06 O 1-A-10 10 3 3 - 1 3 3 07 TV -1 -T SP -1 -CS - - �' f 3'± O 3 3 3 0$ 250W 3 3 3 3 SV -1-T SP -1 -CS 3 3 42P O 1-A-10 10' - 2 2 2 4 4 04P TV -1 -T SP -1 -CS 2 2 2 O 29A-5-80 2 2 06P 2 1 2 2 1 2 2 SV-1-T(N) SP-1-CS(N) 2 2 08P O 2 2 2 2 2 4 4 02 PPB - - - 12' 1 O 1 2 2 04 PPB - B 2 1 2 SV-1-T(RL) SP-1-CS(RL) 2 2 06 PPB O 1 2 2 2 250W B 2 2 08 PPB 1 1 1 1 1 1 1 2 2 PPB COMMON 1 1 1 1 1 1 1 2 2 SPARES 3 3 3 3 3 3 3 6 6 TOTAL 10 19 22 29 33 13 19 55 55 #10 SIG. COMMON 1 1 1 1 1 1 1 2 2 LUMINAIRE 2 2 2 2 2 2 4 4 TOTAL 1 3 3 3 3 3 3 6 6 #12 AUTOSCOPE 2 2 2 2 2 2 4 0 * AUTOSCOPE 1 1 2 2 1 1 4 4 ** OPTICOM CABLE 0 1 1 2 2 1 1 4 4 CONDUIT SIZE N M M M I M I c� I ih 1 N 1 N ALL CONDUCTORS ARE NEW ALL CONDUITS ARE EXISTING UNLESS OTHERWISE NOTED (N) = NEW * = BELDEN 8281 COAXIAL CABLE ** = OPTICOM CABLE FOR EMERGENCY VEHICLE PRE-EMPTION EXISTING SIGNAL PHASE DIAGRAM I 1 2 Q 3 4 PED PUSH BUTTON SIGNAL MOUNTING S.N.S. PLACEMENT N.O. I TYPE JHT, SIG. 5 6 Q 7 POLE PED. LEG D A B TYPE b MARYGOLD 100' 1 10' 40' 32' 18' 1 10' 10' 11, 11, 10 10' 19' 18' rw �—I 0 N EXIST. EVP �— N N ao r- 0 D-Z ml CONSTRUCTION NOTES INSTALL NEW CONDUIT INTO EXISTING PULL BOX. F21EXISTING AUTOSCOPE DEFECTOR CAMERA. 03 POLE SCHEDULE POLE ARMS LUMINAIRE PED PUSH BUTTON SIGNAL MOUNTING S.N.S. PLACEMENT N.O. I TYPE JHT, SIG. LUM. H.P.S.V. MAST POLE PED. LEG D A B TYPE 0 O1 29A-5-80 35' 50' 15' 250W - - - 3 -MAS SV -1 -T SP -1 -CS Marygold O PPB' POST - - - - B 4 N - - - _ 5p 3' O 1-A-10 10 - - - B 6 E - TV -1 -T SP -1 -CS - - �' f 3'± O 26A-4-80 35' 40' 15' 250W B 6 E 2 -MAS SV -1-T SP -1 -CS Sierra 71f 3'f O 1-A-10 10' - - - B 8 S - TV -1 -T SP -1 -CS 3' f O 29A-5-80 35' 50' 15' 250W - - - 3 -MAS SV-1-T(N) SP-1-CS(N) Marygold 3'f 16'f O POST(N) B 8 S - - - - 12' 3' O 1-A-10(RL) 10' - - - B 2 W - SV-1-T(RL) SP-1-CS(RL) 12' 3' O 24A-4-80 35' 35' 15' 250W B 2 W 2 -MAS SV -1-T SP-1-CSSierra '6'� 3' ' ± 10 1-A-10 10' - - - B 4 N - TV -1 -T SP -1 -CS - 13'f 3'f EXIST. EVP I ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED R73-3 I 2 (RL) RELOCATED EQUIPMENT 8' 12' 1 © 1 (F) EXISTING FOR FUTURE USE ECR (N) NEW EQUIPMENT f I —. 1 I C N 6 AVE* 05 02 02I I. 0 2 �8I 7 � 08P I m T I I08 #6 ri R 00 T -1 �L 1 7 R73-6 i— — _w-- I , w c_ r - .. — -- - - - O - ------------ ---------------- 7 4001 I Ln t- R73-3 1 04, EXIST. EVP EXIST. 3" PVC R73-6 1 — I I EXIST. 2"C, 2 #10 & 4 #12 i3 -I - / EXIS 1 1 /2'iC, 1 SIC 1 N , -�- _ I 2 N 01 _ 11 O 06 06 ,L I ��- EXIST. 2"C, 2 #6, 1LL8 _ 00 — — L_ N O$ EXIST. 1 1 /2 C, 1 SIC TO O ECR 12 15 - 5 MARYGOLD AVE. & MANGO AVE. a 10' I I EXIST. EVP-/ Var. 11' 11' PRIVATE ENGINEERS NOTICE TO CONTRACTORS 40� 4 � i 11' 10' 113' � it SP � E[ ISON MANHOLE & VAULT THE EXISTENCE OF ANY UNDERGROUND UTILITY PIPES, SUBSTRUCTURES AND APPURTENANCES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. APPROVAL OF THIS PLAN BY ANY AGENCY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS. 55' 12 14' cr, QV No. C"04.8921 rm" 0c�,i SFO r I EXIST. 1 1 /2 C, 3 SIC EXIST. 1 1/2"C' 1 SIC 14 � 0 w BCR EXIST. 1 1/2"C, 1 SIC TO SIERRA AVE. & KAISER DRIVEWAY NOTES 1 • TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992). 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL 10' POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. PROVIDE ANGLE VISORS ON ALL INDICATIONS, PER ES -3C OF CALTRANS STANDARD PLANS. 4• CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIFICATIONS. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY TRAFFIC ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 9. CONTRACTOR SHALL SALVAGE OLD CONTROLLER CABINET AND INTERNAL COMPONENTS, POLES AND ARMS PER PROJECT SPECIFICATIONS, SECTION E. N N 0 to Im T.C. BCR Q I NOTE: 0 I "B" SHALL BE 4' B UNLESS OTHERWISE NOTED. POLE LOCATION DETAIL 10. CONTRACTOR SHALL MASK OR BAG ALL CONFLICTING SIGNS. CONTRACTOR SHALL REMOVE CONFLICTING MARKINGS AND STRIPING BY WET SAND BLASTING OR AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 11. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 12. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 13. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY BE REQUIRED. 14. REMOVAL OF ALL EQUIPMENT AND TRAFFIC CONTROL SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED ONLY BY CITY FORCES. TWO (2) WORKING DAYS WRITTEN NOTICE IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 15. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING AND TRAFFIC CONTROL TO THEIR ORIGINAL CONDITION, PLAN REQUIREMENTS OR THE SATISFACTION OF THE ENGINEER. 16. EXISTING SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION AT ALL TIMES EXCEPT FOR SHUT -DOWN PERIODS AS APPROVED BY THE ENGINEER. TEMPORARY OVERHEAD AND CABINET WIRING MAY BE REQUIRED AT THE CONTRACTORS EXPENSE TO MAINTAIN EXISTING SIGNAL AND LIGHTING SYSTEM DURING CONSTRUCTION. SEE SPECIAL PROVISIONS. AS QUILT 10-5 - f6